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POND INFORMATION
EXISTING:||PROPOSED:
2yr = 869.31 ||2yr = 867.78
10-yr = 869.82 ||10-yr = 868.47
100-yr = 870.31 ||100-yr = 869.79
SPILLWAY = NONE ||SPILLWAY = 869.80
POND INFORMATION
PROPOSED:
2yr = 867.23
10-yr = 867.72
100-yr = 868.52
SPILLWAY = 869.20
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before you dig.Call
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THE SITE DOES NOT LIE IN A SPECIAL FLOOD
HAZARD AREA AS ESTABLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY - NATIONAL
FLOOD INSURANCE PROGRAM, WHEN PLOTTED
BY SCALE ON FLOOD INSURANCE RATE
#18057C207G, DATED NOVEMBER 19, 2014
FLOOD STATEMENT
STEVEN SCOTT RUCKER P.E. 11300279
SU
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APPROVED STORM
WATER MANAGEMENT
PERMIT
NOTE
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CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
DISTURBED ACREAGE
= 2.85± AC.
SWPPP PHASE 2 LEGEND
- INLET PROTECTION - FOR INLETS ON 136TH STREET, USE
FLEXSTORM PRODUCT (COMPLETELY BELOW GRATE
PROTECTION IS REQUIRED).
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- RIPRAP, REFER TO GRADING PLAN SHEET C300 FOR SIZING
- SITE DISCHARGE POINT
- ROCK CHECK DAM
- MULCH AREA. SEE LANDSCAPE PLAN FOR ACTUAL LOCATION.
IP
*
D
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
EROSION CONTROL NOTES
1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
4.THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY.
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN
THE FIELD BY THE INSPECTOR.
5.THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED
AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE.
COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL
PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH
SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER
MEASURES REQUIRED DUE TO SITE CONDITIONS.
EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3.PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4.PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5.ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7.DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11.PORTABLE TOILETS MUST BE ANCHORED.
BMP NOTES
INLET PROTECTION (9)
MECHANICAL WATER QUALITY UNIT (1)
LEVEL SPREADERS WITH UNDERDRAINS (2)
FLOWLINE WITH SSD FOR POND CONVEYANCE (1)
DRY POND
1
2
BENCHMARK INFORMATION
LAND DESCRIPTION
BEGINNING AT A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF
SECTION 23, TOWNSHIP 18 NORTH, RANGE 3 EAST, SAID POINT OF BEGINNING
BEING NORTH 88 DEGREES 55 MINUTES 42 SECONDS EAST (ASSUMED BEARING)
1000.85 FEET FROM THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER;
THENCE NORTH 00 DEGREES 00 MINUTES 28 SECONDS EAST 791.89 FEET;**
THENCE NORTH 88 DEGREES 55 MINUTES 42 SECONDS EAST 330.11 FEET TO THE
EAST LINE OF THE SOUTHWEST QUARTER OF SAID SOUTHEAST QUARTER; THENCE
SOUTH 00 DEGREES 00 MINUTES 28 SECONDS WEST 791.89 FEET TO THE
SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SOUTHEAST
QUARTER; THENCE SOUTH 88 DEGREES 55 MINUTES 42 SECONDS WEST 330.11
FEET TO THE POINT OF BEGINNING.
**THE UNDERLINED COURSE WAS OMITTED FROM THE CURRENT DEED. THE
OMITTED COURSE IS TRANSCRIBED FROM THE PRIOR DEED OF RECORD, JUSTIN A.
ROBERTS TO BOARD OF TRUSTEES OF CENTRAL CHRISTIAN CHURCH, RECORDED
JUNE 19, 1978, IN DEED RECORD 305, PAGE 26 IN THE OFFICE OF THE RECORDER
OF HAMILTON COUNTY, INDIANA.
B.M. - A BRASS DISK, STAMPED HCRB 546, SET IN THE TOP OF A CONCRETE
HEADWALL ON THE SOUTHWEST CORNER OF A BOX CULVERT FOR SPRINGMILL
ROAD CROSSING OVER WILLIAMS CREEK, APPROXIMATELY 150 FEET NORTH OF
131ST STREET. STATE PLANE COORDINATES: N1723218.01 E188466.11 NAD 83
(CORS96).
ELEV. 871.38 NAVD 88
T.B.M. 1 - A CUT " " LOCATED ON THE SOUTHEAST CORNER OF THE CONCRETE PAD
FOR A TELEPHONE JUNCTION BOX, LOCATE 39 FEET NORTH OF THE CENTERLINE
OF 136TH STREET AND 11 FEET EAST OF THE EAST LINE OF THE SURVEYED
PROPERTY.
ELEV. 878.05 NAVD 88
3
CD
PERFORATED SUBSURFACE DRAIN
4
5